Abstract

► The seismic performance of a reinforced concrete frame building in China was evaluated. ► Both nonlinear static and dynamic analyses were used to assess the building. ► The ASCE/SEI 41-06 interstory drift and maximum plastic rotation limits were satisfied. ► The push-over analysis indicated the potential for a soft first story mechanism. ► Recommendations are provided to help ensure strong-column, weak-beam behavior.

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